JPS6027354B2 - Ground drilling equipment - Google Patents
Ground drilling equipmentInfo
- Publication number
- JPS6027354B2 JPS6027354B2 JP53163423A JP16342378A JPS6027354B2 JP S6027354 B2 JPS6027354 B2 JP S6027354B2 JP 53163423 A JP53163423 A JP 53163423A JP 16342378 A JP16342378 A JP 16342378A JP S6027354 B2 JPS6027354 B2 JP S6027354B2
- Authority
- JP
- Japan
- Prior art keywords
- auger
- tip
- hole
- ground
- ground drilling
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Earth Drilling (AREA)
Description
【発明の詳細な説明】
本発明は基礎造成など杭孔掘孔時に該杭孔を掘進すると
同時に孔周壁を強力に圧密し円滑確実に杭施工作業を進
行することをその目的とする地盤掘孔装置に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION The purpose of the present invention is to dig a pile hole for foundation preparation, etc., and at the same time strongly consolidate the surrounding wall of the hole so that the pile construction work can proceed smoothly and reliably. It is related to the device.
従来、地盤改良建設など基礎造成施工時に先端部に種々
型状の先掘刃を付設せるアースオーガ所謂地盤堀孔装置
が用いられているが、此れらの地盤掘孔装置は地盤を掘
削するのみの作用を有するものであるがために、堀孔掘
削中或は掘孔後に該堀孔周壁が崩壊港±して爾後の作業
に著るしく支障を生ぜしめることは必至である。Conventionally, earth augers, so-called ground drilling devices, which have various types of pre-drilling blades attached to their tips have been used during foundation preparation work such as ground improvement construction, but these ground drilling devices excavate the ground. Because of this, it is inevitable that the surrounding wall of the borehole will collapse during or after the borehole excavation, which will seriously impede subsequent work.
斯かる懸念を防止するがために通常前記掘孔装置に孔周
壁を内部より打叩するか押圧して強化行なわしめるとこ
ろの装置を杭孔掘進時に或は施孔後に併行して採用され
ているが、該装置は構造複雑にて取扱い上相当の技術を
要し、且つまた孔周壁を完全確実に固結徴密を行なわし
めることが困難であると謂う欠点がある。In order to prevent such concerns, a device that strengthens the peripheral wall of the hole by pounding or pressing it from the inside is usually used during or after drilling the pile hole. However, this device has the disadvantage that it has a complicated structure and requires considerable skill in handling, and it is difficult to solidify the peripheral wall of the hole with complete certainty.
本発明は叙上の欠点に着眼し従来のオーガ先堀刃の形状
を改良することによって掘進と同時に堀孔周壁をきわめ
て強力且つ確実に圧解することができる新規な地盤堀孔
装置にてオーガ軸の先端部に錐先部分を設け、該錐先部
分の各頂角緑を基部として非回転方向に対しオーガ外径
の回転周径より梢径長寸の刃先長を有する拡関片を付設
して成ることを特徴とする地盤堀孔装置を提供しようと
するものである。The present invention focuses on the above-mentioned drawbacks and improves the shape of the conventional auger tip drilling blade, thereby providing a new ground drilling device that is capable of extremely powerfully and reliably crushing the surrounding wall of the trench at the same time as digging. A conical tip portion is provided at the tip of the shaft, and an expansion piece is attached with each apex angle green of the conical tip portion as a base and has a cutting edge length that is longer than the rotational circumference of the auger outer diameter in the non-rotating direction. It is an object of the present invention to provide a ground drilling device characterized by the following.
以下本発明の実施態様を例示する図面に付いて詳説する
と、1は穣断面型状略三角型状のオーガ軸にて該先端部
に三角円錐型状の錐先金具2を有し、且つ該錐先金具2
の各頂角縁2′に図示例の如く非回転方向に対して略三
角型状の拡閥片3を一体的に延出設け、更に各拡関片3
の刃面を軸方向に曲折して圧土面を形成する。Embodiments of the present invention will be explained in detail below with reference to the drawings illustrating the embodiments. 1 is an auger shaft having a rectangular cross-section and a substantially triangular shape, and has a triangular cone-shaped conical end fitting 2 at its tip end; Drill tip fitting 2
As shown in the illustrated example, substantially triangular expansion pieces 3 are provided integrally extending in the non-rotation direction on each apex edge 2', and each expansion piece 3
A pressed earth surface is formed by bending the blade surface in the axial direction.
なお該三角型拡関片3の先端部は前記オーガ軸1の外蓬
寸、即ち回転周径aより梢蚤大なる回転軌跡bの刃長を
有し、此れら拡関片3の下綾部には夫々先掘刃4・・・
が付設されている。The tip of the triangular expansion piece 3 has a blade length with a rotation locus b that is larger than the outer diameter of the auger shaft 1, that is, the rotational circumference a, and the bottom of the expansion piece 3 is Ayabe has 4 blades each...
is attached.
更に前記オ−ガ軸1の各柱面1′は稚内方に轡曲凹入し
て圧土面とし、軸内部には前記錐先金具2先端部に開口
せる噴射口5と蓮適する水、モルタルなどの送流管6を
配置する。Further, each column surface 1' of the auger shaft 1 is curved inward toward Wakkanai to form a pressed earth surface, and inside the shaft there is an injection port 5 that opens at the tip of the auger tip fitting 2, and water suitable for pouring water. A flow pipe 6 such as mortar is arranged.
本発明に係る獅孔装置は前記の構成を有するものであっ
て、次にその作用状体を説明すると、オ−ガ軸1を駆動
機7に連結して所定地盤に蓬込み、駆動機7を駆動する
と、先端錐先金具2が回転し、先掘刃4にて地盤を掘進
して掘孔Aする。The drilling device according to the present invention has the above-mentioned configuration. Next, to explain its operating state, the auger shaft 1 is connected to the drive machine 7 and lowered into a predetermined ground, and the drive machine 7 When driven, the tip metal fitting 2 rotates, and the tip digging blade 4 digs into the ground to make the hole A.
而して該堀孔により生じた掘削士は錐先金具2に付設せ
る拡開片3にて混線かく乱し、且つ該かく乱削±を拡関
片3の曲折刃面にて外方に圧関し、更にオーガ軸1の掘
進下降と伴って前記潰乱掘削士はオーガ軸1の周辺を上
昇しようとするも、該オーガ軸1の回転によりオーガ軸
1の頂角周緑1″にて堀孔A周壁に押し拡げられ、此れ
が孔周壁に堅牢な氏密壁Bを形成至たらしめるのである
。以上の如く本発明に係る地盤掘孔装魔は錐先部分の拡
関片3にて地盤を掘進すると同時にオーガ先端掘削士を
混練かく乱し乍ら外方に拡関しへ更に三:角型オーガ1
.の風久圧士面;1′キーこよって非常に小なる掘削抵
抗を有し乍ら頂角周緑1″にて孔周壁に掘削士を拡関圧
密し以て崩壊の菱敬いの毛頭無い堅牢な孔周壁をきわめ
て確実に簡単‐な装置にて造成得られる点に有意義を樹
たちしめるものである。As a result, the excavator generated by the drilling disrupts the crosstalk with the expansion piece 3 attached to the drill bit 2, and presses the disturbed cutting outward with the curved blade surface of the expansion piece 3. Furthermore, as the auger shaft 1 descends, the excavator tries to move up around the auger shaft 1, but due to the rotation of the auger shaft 1, the excavator collapses the hole at the apex circumference 1'' of the auger shaft 1. It is expanded by the surrounding wall A, and this forms a solid wall B on the surrounding wall of the hole.As described above, the ground drilling device according to the present invention is expanded by the expansion piece 3 at the tip of the drill bit. At the same time as digging into the ground, the auger tip excavator was mixed and disturbed while expanding outward for three more times: Square auger 1
.. The 1' key has very small excavation resistance, but there is no risk of collapse by expanding and compacting the excavator on the circumferential wall of the hole with a circumference of 1'' at the apex angle. The significance lies in the fact that a robust hole surrounding wall can be created extremely reliably and with a simple device.
′なお前記オーガ麹PIの三角型状の実施説明であるも
、該型状に限定することなく掘削地盤の硬弱、施工孔壁
などの関係から鑑みて該オーガ軸1の型状を四角型、六
角型などの多角型、楕円、真円型状など任意のものを選
択し用いる場合もある。'Although the auger koji PI is described as having a triangular shape, the shape of the auger shaft 1 is not limited to this shape, but in view of the hardness and weakness of the excavated ground, the wall of the construction hole, etc., the shape of the auger shaft 1 is square. , a polygonal shape such as a hexagonal shape, an ellipse, a perfect circular shape, or any other shape may be selected and used.
更に前記掘孔施工作業と併向に先端噴射口5よりモルタ
ルなどの固結材を充填することによって′舷擬片3にて
良好に撹乱涙練せるモルタル柱を地中に容易に施工する
ことができる。Furthermore, by filling a consolidating material such as mortar from the tip injection port 5 in the same direction as the digging hole construction work, it is possible to easily construct a mortar column in the ground that can be well stirred and kneaded with the gunwale piece 3. I can do it.
図面の簡単お説明
図面は本発明に係る地盤堀孔装置の実施の態様を例示し
、第1‐図は側面図、.第2図は下面図、第3図は横断
面図、第4図は擬孔施工状体図である。Brief Explanation of the Drawings The drawings illustrate embodiments of the ground drilling apparatus according to the present invention, and Figure 1 is a side view; FIG. 2 is a bottom view, FIG. 3 is a cross-sectional view, and FIG. 4 is a diagram of the construction of the false hole.
符号の説明、1……力−が軸、2……錐先金具、、3・
・・・・・舷開片、4・・・・・・先堀刃、5…・・・
噴射口、6・・・・・・送流管、「7…・・・駆動機、
a…・・・オーガ回転鹿径、b・・・・・・拡開片回転
軌跡、A・・・・・・掘孔、B・・・・・・圧密壁。Explanation of symbols, 1... Force - is the axis, 2... Drill tip metal fitting, 3.
・・・・Gender opening piece, 4・・・・・・ Sakibori blade, 5……
Injection port, 6...Flow pipe, ``7...Driver,
a... Auger rotation diameter, b... Expansion piece rotation locus, A... excavation hole, B... consolidation wall.
第1図 第2図 第3−図 第4図Figure 1 Figure 2 Figure 3 Figure 4
Claims (1)
た横断面略三角型状のオーガ軸の先端部に錐先部分を設
け、該錐先部分の各頂角縁を基部として非回転方向に対
しオーガ外径の回転周径より梢径寸法の刃先長さとし、
且つ刃面を軸方向に曲折して圧土面を形成せしめた拡開
片を付設して成ることを特徴とする地盤掘孔装置。1. A conical tip portion is provided at the tip of the auger shaft, which has a substantially triangular cross section with each cylindrical surface portion curved and concave inward of the tree to form a pressed earth surface, and each apex edge of the conical tip portion is connected to the base. In the non-rotating direction, the cutting edge length is the diameter of the treetop than the rotational circumference of the auger outer diameter.
A ground drilling device characterized in that it is equipped with an expanding piece whose blade surface is bent in the axial direction to form a compacted earth surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53163423A JPS6027354B2 (en) | 1978-12-31 | 1978-12-31 | Ground drilling equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53163423A JPS6027354B2 (en) | 1978-12-31 | 1978-12-31 | Ground drilling equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5592495A JPS5592495A (en) | 1980-07-12 |
| JPS6027354B2 true JPS6027354B2 (en) | 1985-06-28 |
Family
ID=15773611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP53163423A Expired JPS6027354B2 (en) | 1978-12-31 | 1978-12-31 | Ground drilling equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6027354B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000345548A (en) * | 1999-06-08 | 2000-12-12 | H G Service Kk | Ground consolidation apparatus |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6145273Y2 (en) * | 1979-07-23 | 1986-12-19 | ||
| JP3469217B2 (en) * | 2001-06-12 | 2003-11-25 | 有限会社 ナガシマ運輸機工 | Method for improving soft ground and screw shaft used for the method |
-
1978
- 1978-12-31 JP JP53163423A patent/JPS6027354B2/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000345548A (en) * | 1999-06-08 | 2000-12-12 | H G Service Kk | Ground consolidation apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5592495A (en) | 1980-07-12 |
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